HomeMy WebLinkAboutRIVERSIDE COMMERCIAL - PDP/FDP - 9-07/A - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYChapter 41 — Attachments
16. Are bike lanes existing or proposed to be installed (to be striped with any required no
parking signs installed) along major collector or arterial street(s) adjacent to this property
(on both sides of the street)? Yes_ Now( NA_
17. Is the property adjacent to a major collector or arterial street as shown on the City's 2020
transportation plan? YesXC No_
If the total trip new trips, (that is the difference between the daily trip ends calculation for any existing use and the total daily trip ends calculated
for the proposed use), is less than 200 and if peak hour and/or daily traffic counts demonstrate that the existing traffic plus the site generated
traffic volumes are within the limtix-.�tku-Lil_.Gr� : loud,, the applicant may request a waiver or the Traffic Impact Study submittal
requirements by signing below.
S 1,'lla
200�-
Full TIS Required: Intermediate TIS Required: TIS Waived:
M
Date:
Page 4-36 Larimer County Urban Area Street Standards — Repealed and Reenacted April 1, 2007
Adopted by Larimer County, City of Loveland, City of Fort Collins
---
4 — Attachments
personal estimate, other: Attach documentation to
support your data.
H . Number of accesses existing onto the public street(s) from this property:
12. Number of pedestrians visiting the site each day:
13, Number of bicyclists visiting the site each day:
14. Do sidewalks exist along street(s) adjacent to the property? Yes_ No_
15. Are bike lanes existing (striped) along major collector or arterial street(s) adjacent to this
property (on both sides of the street)? Yes —No— NA_
16. Is the property adjacent to a major collector or arterial street as shown on the City's
transportation plan? Yes_ No-
B. Proposed use:
I . Description of proposed land use: 5E L F - STO RA67E 44 C t /- I ry
2. Proposed building area (square footage) for above use(s): (2) 30, 0 0 0
3. Anticipate number of employees on site each day:
(3) N/A -
4. Daily Trip Ends for employees [multiply line (3) by the number 4]:
(4) N�A
5. Anticipate number of customers on site each day:
(5) ^' A
6. Daily trip ends for customers [multiply line (5) by the number 21:
SE E ATTA1r7 -&b
(6) N A -�IQ 9;k;�,J
7. Anticipate number of venders on site each day:
(7)
8. Daily Trip Ends for venders [multiply line (7) by the number 21:
(S) rJ pt
9. Total Daily Trip Ends [line (4) plus line (6) plus line (8)1:
10. Source of trip generation data (circle one): ITE business records, traffic engineer,
personal estimate, other:
Attach documentation to support your data.
11. Proposed number of accesses onto the public street(s) from this property (does NOT
include any existing accesses proposed to remain for use): I
1 l . Number of existing accesses proposed to remain and be used: 1
13, Number of pedestrians visiting the site each day:
14. Number of bicyclists visiting the site each day: �-
15. Are sidewalks proposed to be installed (or exist in good condition) along the street(s)
adjacent to the property? Yeses No_
Larimer County Urban Area Street Standards — Repealed and Reenacted April 1, 2007 Page 4-37
Adopted by Larimer County, City of Loveland, City of Fort Collins
I
Chapter 4 — Attachments
Attachment C
Transportation Worksheet
This form must be completed and submitted when requesting a waiver of the TIS
submittal and compliance requirements. This form is not required with building permit
applications for residential projects proposing twelve dwelling units or less and no
substantial access changes on a collector or arterial roadway.
Project Name: &45 I D I:—&&49eIA L
Date: q eL'I'bo -�
Property Legal Description (lot, block,
subdivision)
ll,gO 1Zvt:2SlDE AV(.
NON-RESIDENTIAL DEVELOPMENT:
Developer: `JV Ti C.H
By: MAF-P t)EQWoq -t-E
Title:
Address: y0o ti{R tit! ST. 5u TE C
a i so e0550
Phone #: 9'�0. (o]EN • S2N3
Fax #: _y/� o. 1 y• 92yS
Email: VwoiSy(GC� (���ti'?a �/1c°�. Covet
Provide the following information for all non-residential projects:
A. Existing use:
I . Description of existing land use: (if none, proceed with Proposed Use) 4J6 AJ E
2. Existing building area (square footage) for above use(s): (2)
3. Number of employees on site each day: (3)
4. Daily trip ends for employees [mult. line (3) by the number 4]: (4)
5. Number of customers on site each day: (5)
6. Daily trip ends for customers [multiply line (5) by the number 2] (6)
7. Number of venders on site each day (include trash, ups, etc): (7)
8. Daily Trip Ends for venders [mult. line (7) by the number 21: (8)
9. Total Vehicular Daily Trip Ends [line (4) plus line (6) plus line (8)]: (9)
10. Source of trip generation data (circle one): ITE, business records, traffic engineer,
Page 4-36 Larimer County Urban Area Street Standards — Repealed and Reenacted April 1, 2007
Adopted by Larimer County, City of Loveland, City of Fort Collins
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HCM Unsignalized Intersection Capacity Analysis 6: Site Access & Riverside Avenue
H:\E5802\Reports\Traffic\Synchro\PM.sy6 4/27/2007
Movement
WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations
V,
tl.
tt
Sign Control
Stop
Free
Free
Grade
0%
0%
0%
Volume (veh/h)
10
8
620
3
3
630
Peak Hour Factor
0.85
0.85
0.85
0.85
0.85
0.85
Hourly flow rate (veh/h)
12
9
729
4
4
741
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type TWLTL
Median storage veh)
0
vC, conflicting volume
1109
366
733
vC1, stage 1 conf vol
731
vC2, stage 2 conf vol
378
tC, single (s)
6.8
6.9
4.1
tC, 2 stage (s)
5.8
tF (s)
3.5
3.3
2.2
p0 queue free %
91
99
100
cM capacity (veh/h)
138
630
868
Direction, Lane #
WB 1
NB 1
NB 2
SB 1
SB 2
SB 3
Volume Total
21
486
247
4
371
371
Volume Left
12
0
0
4
0
0
Volume Right
9
0
4
0
0
0
cSH
211
1700
1700
868
1700
1700
Volume to Capacity
0.10
0.29
0.15
0.00
0.22
0.22
Queue Length (ft)
8
0
0
0
0
0
Control Delay (s)
23.9
0.0
0.0
9.2
0.0
0.0
Lane LOS
C
A
Approach Delay (s)
23.9
0.0
0.0
Approach LOS
C
Intersection Summary
Average Delay
0.4
Intersection Capacity Utilization
30.5%
ICU Level of Service A
Baseline Synchro 5 Report
Page 1
DREXELBOUL-ST51
HCM Unsignalized Intersection Capacity Analysis
6: Site Access & Riverside Avenue
H:\E5802\Reports\Traffic\Synchro\am
sy6
4/27/2007
Movement WBL
WBR
NBT
NBR
SBL
SBT
Lane Configurations 'y
+T+
t
Sign Control Stop
Free
Free
Grade 0%
0%
0%
Volume (veh/h) 2
2
496
10
8
504
Peak Hour Factor 0.85
0.85
0.85
0.85
0.85
0.85
Hourly flow rate (veh/h) 2
2
584
12
9
593
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type TWLTL
Median storage veh) 0
vC, conflicting volume 905
298
595
vC1, stage 1 conf vol 589
vC2, stage 2 conf vol 315
tC, single (s) 6.8
6.9
4.1
tC, 2 stage (s) 5.8
tF (s) 3.5
3.3
2.2
p0 queue free % 99
100
99
cM capacity (veh/h) 186
699
977
Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3
Volume Total
5
389
206
9
296
296
Volume Left
2
0
0
9
0
0
Volume Right
2
0
12
0
0
0
cSH
294
1700
1700
977
1700
1700
Volume to Capacity
0.02
0.23
0.12
0.01
0.17
0.17
Queue Length (ft)
1
0
0
1
0
0
Control Delay (s)
17.5
0.0
0.0
8.7
0.0
0.0
Lane LOS
C
A
Approach Delay (s)
17.5
0.0
0.1
Approach LOS
C
Intersection Summary
Average Delay 0.1
Intersection Capacity Utilization 26.5% ICU Level of Service A
Baseline Synchro 5 Report
Page 1
DREXELBOUL-ST51
r-, DREXE4 BARRELL & CO
-;Ills--r—_—__Engineers-Surveyors
Phone 303-442-4338
Fax 303-4424373
PROJECT NAME:
DATE:
REVISED:
riverside commercial
3-Apr-07
ITE Code I Units
lice
710 general office building 12 kSF
,If storage tocRRy
151 mini -warehouse 24.4 kSF
Average
Trip Generation Rates Weekday
Avg.
AM PM Weekday I Trin%
1.55 1.49 11.01 I 132
0.15 0.26 2.5 61
Project Totall 193 l
AM Peak -Hour
Inbound Outbound
;Trips Trips %Trips Trips
88% 16 12% 2
59% 2 41% 2
1s I l 4
PROJECT NUMBER: M02
PREPARED BY: 1LS
PM Peak -How
Inbound Outbound
%Trips Trips %Trips Trip
17% 3 83% 15
51% 3 49T 3
6 I l is
Drexel, Banvil Do.
4/27/2007
H:1E5802VieponslTwf6cW_27_06mvisions4iverside trip gen2.xls
Access Location:
The proposed site access onto Riverside Avenue is located 700 feet north of Prospect Road.
No other practical access locations are apparent for this property.
Acceleration/Deceleration Lanes:
No acceleration or deceleration lanes were deemed necessary as a result of this development.
Sight Distance:
No apparent issues with sight distance occur within 700 feet of the proposed site access.
Pedestrian and Bike Facilities:
There is currently an existing sidewalk adjacent to Riverside Avenue. As part of the proposed
development, it is anticipated that the existing sidewalk will be removed and replaced.
Riverside Avenue is designated bike route in the vicinity of the proposed development.
However, no bicycle facilities currently exist in the vicinity of the site.
Roadway Signing and Striping:
The existing striping of Riverside Avenue demarks two through lanes in each direction with a
painted center median. The median is striped as a continuous two-way left turn lane in the
vicinity of the proposed development.
Conclusion:
Due to the relatively low volume of traffic anticipated to utilize this access, no off -site
transportation improvements are recommended. Since there is an existing two-way left turn
lane on Riverside, improvements to the southbound left turn movement are not necessary.
Please call if you would like any additional information or have any questions regarding this
matter.
Sincerely,
Drexel, Barr
i
J nat an St art
T rc Engineer
Encl. Site plan
Trip generation estimate
Synchro analysis
Attachment C
Reviewed By:
Kari McDowell, PE, PTOE
Traffic Engineer
Drexel, Barrell & Co.
Engineers Surveyors
TO: CITY OF FORT COLLINS TRAFFIC OPERATIONS CENTER
PO Box 580, Fort Collins, CO 80522-0580
ATTN. ERIC BRACKE
FROM: Jonathan Stewart
DATE: April 27, 2007
RE: Traffic Impact Memorandum
1640 Riverside Avenue
Fort Collins, Colorado
Project Background:
The proposed development is located within the City of Fort Collins, 700 feet north of Prospect
Road along the east side of Riverside Avenue. The project is a single-phase self -storage
facility development with an estimated buildout year of 2007. Riverside Avenue is a four -lane
arterial at this location. The site is currently undeveloped.
Proposed Land Use:
The proposed development includes 24,400 square feet of self -storage warehousing and
12,000 square feet of office space. Per the 7th Edition, 2003, of Trip Generation Manual
(ITE), published by the Institute of Transportation Engineers, this classifies as land use code
#151, "Mini -Warehouse" and land use #710, "General Office Building"
Trip Generation:
1640 Riverside Avenue is anticipated to generate 193 average weekday trips estimated based
upon trip generation rates contained in the ITE Trip Generation Manual. The commercial
development is expected to generate 18 inbound and 4 outbound trips in the morning peak
hour. During the evening peak hour, the development is anticipated to generate 6 inbound
trips and 18 outbound trips. Please refer to Table 1 — Estimated Project Generated Traffic,
for the trip generation estimates.
Peak Hour Driveway Level of Service:
Full day counts were taken on Thursday, October 27, 2005. The counts were obtained from
the City of Fort Collins website and were used to generate morning and evening driveway
Level of Service for this development. The full day counts were 6,000 for the eastbound
direction and 5,900 for the westbound direction. Two years of 2.5% growth were applied to
the traffic figures. Ten percent of the resulting full day count was used for the afternoon peak
hour, eight percent for the morning peak hour.
Using the above information, HCM methodology and the Synchro Software package, the Level
of Service for the driveway is estimated to be "C" following build out of the development.
Refer to the documents following this report for the HCM analysis.